42 downtown ferry basin redevelopment stage 1 | auckland ... · gangway structure composite clad...

42 Downtown Ferry Basin Redevelopment Stage 1 | Auckland Transport | REV E | November 9, 2018

43Downtown Ferry Basin Redevelopment Stage 1 | Auckland Transport | REV E | November 9, 2018

3. Pier Set.


Aerial - South East Aerial - North East

3.1 Key Ferry Infrastructure Components Perspectives


3.2 Key Ferry Infrastructure Components

Ferry infrastructure

Gangway

Guide pile marker

Pontoon

Fender dolphin

Breakwater

+ + +


3.3 Key Ferry Infrastructure Components

Queen’s Wharf Break water Gangways

+ +


Pontoon Fender dolphins Guide pile markers

Existing fender piles on the outer

western edge of Queens Wharf to

be removed. Refer to T&T drawingsExisting sections of the concrete upstand

on wharf edge to be removed.

Existing sections of the concrete upstand

on wharf edge to be removed.Existing sections of the concrete upstand


Wharf Edge

SHED 10

SHARED PATHWAY

QUEENS WHARF

Wh

arf

Ed

ge

CLOUD

Rail lines shown dashed

Surveyor to confirm if there

are any existing bollards in

this area that need to be

relocated from these areas.

01 Ground Floor Plan Exis

Scale: 1:500


3.4 Pier Existing and Demolition Plan.

Existing Ground Floor Plan1:500

Existing fender piles on the outer

western edge of Queens Wharf to

be removed. Refer to T&T drawingsExisting sections of the concrete upstand


Existing sections of the concrete upstand

on wharf edge to be removed.Existing sections of the concrete upstand


Wharf Edge

SHED 10

SHARED PATHWAY

QUEENS WHARF

Wh

arf

Ed

ge

CLOUD

Rail lines shown dashed

Surveyor to confirm if there

are any existing bollards in

this area that need to be

relocated from these areas.

01 Ground Floor Plan Exis

Scale: 1:500


900

Typical Pile Marker

- refer to drawing 3.14

Proposed Break Water, refer to

engineers drawings.

Balustrading around Pontoon

QUEENS WHARF

Berth 1Berth 6

Berth 5Berth 4

Berth 3Berth 2

Gangway 2Gangway 3 Gangway 1

CLOUD

West

Permanent seating

Temporary seating

ABC

PONTOONShown for information design by

others, refer to Engineers drawings



Typical Gangways - refer to drawings 3.8-3.11Balustrading along Queens Wharf

edge, between Gangway shelters

Rail lines shown dashed, all seating elements

to be spaced at least 200mm from lines

Typical Balustrade -

refer to drawings 3.15

East

A

A

01 Ground Floor Plan Proposed Pier

Scale: 1:50050 Downtown Ferry Basin Redevelopment Stage 1 | Auckland Transport | REV E | November 9, 2018

3.5 Pier Proposed Plan.

Proposed Plan1:500

Balustrades

900

Typical Pile Marker


Proposed Break Water, refer to

engineers drawings.

Balustrading around Pontoon

QUEENS WHARF

Berth 1Berth 6

Berth 5Berth 4

Berth 3Berth 2

Gangway 2Gangway 3 Gangway 1

CLOUD

West

Permanent seating

Temporary seating

ABC





Typical Gangways - refer to drawings 3.8-3.11Balustrading along Queens Wharf

edge, between Gangway shelters



Typical Balustrade -

refer to drawings 3.15

East

A

A

01 Ground Floor Plan Proposed Pier

Scale: 1:50051Downtown Ferry Basin Redevelopment Stage 1 | Auckland Transport | REV E | November 9, 2018

3,260 AVD-46

-

-1,330 AVD-46

9,260 AVD-46

6,0

00

Pontoon

Queens Wharf

MLWS Sea Level

Seabed Level Varies

Bert

h 1

Gangway 3 Gangway 2 Gangway 1

Bert

h 2

Bert

h 6

Bert

h 5

Bert

h 4

Bert

h 2

3,260 AVD-46

2,860 AVD-46

-

9,260 AVD-46

6,0

00

Pontoon

Queens Wharf

Seabed Level Varies


Bert

h 1

Bert

h 2

Bert

h 6

Bert

h 5

Bert

h 4

Bert

h 2

Maximum High Tide

Sea Level

3,260 AVD-46

1,650 AVD-46

9,260 AVD-46

6,0

00

Pontoon

Queens Wharf

Gangway 3

Seabed Level Varies

MHWS Sea Level

Gangway 2 Gangway 1

Bert

h 1

Bert

h 2

Bert

h 6

Bert

h 5

Bert

h 4

Bert

h 2


3.6 Pier West Elevations.

West Elevation Mean Low Water Springs1:500

West Elevation Mean High Water Springs1:500

West Elevation Maximum High Tide1:500

(Including 50yr Sea Level Rise + 100yr storm tide)

3,260 AVD-46

-

-1,330 AVD-46

9,260 AVD-46

6,0

00

Pontoon

Queens Wharf

MLWS Sea Level

Seabed Level Varies

Bert

h 1


Bert

h 2

Bert

h 6

Bert

h 5

Bert

h 4

Bert

h 2

3,260 AVD-46

2,860 AVD-46

-

9,260 AVD-46

6,0

00

Pontoon

Queens Wharf

Seabed Level Varies


Bert

h 1

Bert

h 2

Bert

h 6

Bert

h 5

Bert

h 4

Bert

h 2

Maximum High Tide

Sea Level

3,260 AVD-46

1,650 AVD-46

9,260 AVD-46

6,0

00

Pontoon

Queens Wharf

Gangway 3

Seabed Level Varies

MHWS Sea Level

Gangway 2 Gangway 1

Bert

h 1

Bert

h 2

Bert

h 6

Bert

h 5

Bert

h 4

Bert

h 2


3,260 AVD-46

2,860 AVD-46

-

3,260 AVD-46

3,860 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

Seabed Level Varies

Pontoon


Maximum High Tide

Sea Level

3,260 AVD-46

-1,330 AVD-46

-

Queens Wharf

Seabed Level Varies

Pontoon

MLWS Sea Level


3,260 AVD-46

1,650 AVD-46

-

Queens Wharf

Seabed Level Varies

MHWS Sea Level

Queens Wharf Queens Wharf Queens Wharf



3.7 Pier East Elevation.

East Elevation1:500

3,260 AVD-46

2,860 AVD-46

-

3,260 AVD-46

3,860 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

Seabed Level Varies

Pontoon


Maximum High Tide

Sea Level

3,260 AVD-46

-1,330 AVD-46

-

Queens Wharf

Seabed Level Varies

Pontoon

MLWS Sea Level


3,260 AVD-46

1,650 AVD-46

-

Queens Wharf

Seabed Level Varies

MHWS Sea Level

Queens Wharf Queens Wharf Queens Wharf



Typical Pile Marker


Relocatable Seating

Permanent Seating + lightingGangway shelter

Access ramp

Access ramp

Typical Balustrade


Berth 5

Berth 4



Cloud

A

B

West

East Buses

Commuters

A

B

Separation provided by relocatable custom furniture, or other

temporary traffic measures as part of cruise ship traffic

management plan



CLOUD

01 Ground Floor Plan Proposed Gangway

Scale: 1:200


3.8 Gangway Proposed Plan.

Gangway Proposed Plan1:200

design per engineers drawings 3,500 7,000 3500 3500 - 5500

Rails RailsPontoon

Cloud

Commuter

Zone

(incl separation).

Bus

ZoneSheltered

GangwayAccess rampPontoons

Seabed Level Varies

Integrated lighting

in furniture

Rail lines shown in red, all

seating elements to be spaced

at least 200mm from lines

S16 Sec - MLWS

Scale: 1:200#LayID

Section A: Traffic Management1:200


3.9 Queens Wharf West Traffic Management

3,260 AVD-46

-1,330 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

MLWS Sea Level

Gangway 2

3,260 AVD-46

1,650 AVD-46

3,260 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

MHWS Sea Level

Gangway 2

E-08 Gangway West Eleva - MLWS

Scale: 1:200#LayID

E-09 Gangway West Eleva - MHWS

Scale: 1:200#LayID

3,260 AVD-46

-1,330 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

MLWS Sea Level

Gangway 2

3,260 AVD-46

1,650 AVD-46

3,260 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

MHWS Sea Level

Gangway 2

E-08 Gangway West Eleva - MLWS

Scale: 1:200#LayID

E-09 Gangway West Eleva - MHWS

Scale: 1:200#LayID


3.10 Gangway Elevations.

Gangway West Elevation Mean High Water Springs1:200

Gangway West Elevation Mean Low Water Springs1:200

Fixed framed glazing


Bottom landing

Bottom landing

Glass balustrades

Glass balustrades

Gangway structure

Gangway structure

Composite clad steel canopy


Concrete main support columns


Concrete decks

Concrete decks

Concrete structural support


Timber clad columns

Timber clad columns

Aluminium columns

Aluminium columns

3,260 AVD-46

2,860 AVD-46

-

9,260 AVD-46

6,0

00

Queens Wharf

Seabed Level Varies

Gangway 2

Maximum High Tide

Sea Level

E-07 Gangway West Eleva - Maximum Highest Tide

Scale: 1:200#LayID

3,260 AVD-46

-1,330 AVD-46

-

9,260 AVD-46

6,0

00

Queens Wharf

Gangway 2

Seabed Level Varies

MLWS Sea Level

E-10 Gangway East Eleva - MLWS

Scale: 1:200#LayID 59Downtown Ferry Basin Redevelopment Stage 1 | Auckland Transport | REV E | November 9, 2018



Bottom landingGlass balustrades Composite clad steel canopy



Concrete decks Concrete structural support

Timber clad columns

Timber clad columns

Aluminium columns

Aluminium columns

Gangway West Elevation Maximum High Tide1:200 (Including 50yr Sea Level Rise + 100yr storm tide)

Gangway East Elevation 1:200

3,260 AVD-46

1,650 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

Gangway 2

MHWS Sea Level

-1,330 AVD-46

3,260 AVD-46

9,260 AVD-46

Gangway 2

Queens Wharf

MLWS Sea Level

S12 Sec - MHWS

Scale: 1:200#LayID

S11 Sec - MLWS

Scale: 1:200#LayID

3,260 AVD-46

1,650 AVD-46

9,260 AVD-46

6,0

00

Queens Wharf

Gangway 2

MHWS Sea Level

-1,330 AVD-46

3,260 AVD-46

9,260 AVD-46

Gangway 2

Queens Wharf

MLWS Sea Level

S12 Sec - MHWS

Scale: 1:200#LayID

S11 Sec - MLWS

Scale: 1:200#LayID


Section C - Mean Low Water Springs1:200

Section C - Mean High Water Springs1:200

3.11 Gangway Sections.



Bottom landing

Bottom landing

Glass balustrades

Glass balustrades

Gangway structure

Gangway structure





Concrete decks

Concrete decks



3,260 AVD-46

5m

9,260 AVD-466,0

00

Queens Wharf

5m min ceiling height for

shelter to allow clearance for

gangway at max high tide

Maximum High Tide

Sea Level

2,860 AVD-46

S10 Sec - Maximum Highest Tide

Scale: 1:200#LayID


Section C - Maximum High Tide1:200 (Including 50yr Sea Level Rise + 100yr storm tide)


Bottom landing Glass balustradesGangway structure Composite clad steel canopy


Concrete decksConcrete structural support

3,260 AVD-46

6,0

00

9,260 AVD-46

Varies 3500 7000 3500 3500 - 5500

Pontoon

Queens WharfQueens Wharf

Pontoon

Cloud

Commuter

Zone

(incl separation).

Bus

ZoneSheltered


Bert

h 5

Maximum High Tide

Sea Level

Seabed Level Varies

2,860 AVD-46

-

S1 Sec - Maximum Highest Tide

Scale: 1:200#LayID


3.12 Pier Sections.

Section A - Maximum High Tide1:200 (Including 50yr Sea Level Rise + 100yr storm tide)

Fender marker Concrete support structure

Concrete deck Bottom landingGangway structure Permanent seatingBreakwater: shown for information,

design by others.refer to Engineers drawings

Pontoon: shown for information,


3,260 AVD-46

-1,330 AVD-46

9,260 AVD-46

6,0

00

Varies 3500 7000 3500 3500 - 5500

Queens Wharf Queens Wharf

Pontoon

Cloud

MLWS Sea Level

Commuter

Zone

(incl separation).

Bus

ZoneSheltered


Bert

h 5

Seabed Level Varies-

3,260 AVD-46

9,260 AVD-46

6,0

00

3500 - 550035007,478 8013500Varies

Queens WharfQueens WharfPontoon Cloud

MHWS Sea Level

Commuter

Zone

(incl separation).

Bus

ZoneSheltered


Bert

h 5

Seabed Level Varies

1,650 AVD-46

-

S2 Sec - MLWS

Scale: 1:200#LayID

S3 Sec - MHWS

Scale: 1:200#LayID


Section A - Mean Low Water Springs1:200






3,260 AVD-46

-1,330 AVD-46

9,260 AVD-46

6,0

00

Varies 3500 7000 3500 3500 - 5500

Queens Wharf Queens Wharf

Pontoon

Cloud

MLWS Sea Level

Commuter

Zone

(incl separation).

Bus

ZoneSheltered


Bert

h 5

Seabed Level Varies-

3,260 AVD-46

9,260 AVD-46

6,0

00

3500 - 550035007,478 8013500Varies

Queens WharfQueens WharfPontoon Cloud

MHWS Sea Level

Commuter

Zone

(incl separation).

Bus

ZoneSheltered


Bert

h 5

Seabed Level Varies

1,650 AVD-46

-

S2 Sec - MLWS

Scale: 1:200#LayID

S3 Sec - MHWS

Scale: 1:200#LayID


3.13 Pier Sections.

Section A - Mean High Water Springs1:200






Fender Marker 3D

Scale: 1:100

6,0

00

6,0

25

3,302

A

3,297

1,1

00

566

01 South Eleva

Scale: 1:100

01 Ground Floor Plan

Scale: 1:100


3.14 Fender Pile Marker

Fender Pile Marker Elevation1:100

Fender Pile Marker Plan1:100

Fender Pile Marker 3D

1,1

00

900-1

,000

100

Balustrade vertical x2

steel plate @ 1,500 cts

15mm laminated

safety glass

Steel fixing plate welded

to vertical steel plate

Balustrade sizing

to meet structural

requirements

100

150

75



15mm laminated

safety glass

Balustrade vertical x2 steel plate @ 1,500 cts

Handrail above shown dashed

fixed to vertical steel element

15mm laminated

safety glass

Handrail fixed to

balustrade post

65



15mm laminated

safety glass

Balustrade vertical x2 steel

plate @ 1,500 cts

Fixing plate welded to

vertical steel balustrade

Edge of pontoon

01 Balustrade sec

Scale: 1:5

02 Balustrade eleva

Scale: 1:5

03 Balustrade plan details

Scale: 1:5


Scale: 1:5

1,1

00

900-1

,000

100



15mm laminated

safety glass



Balustrade sizing

to meet structural

requirements

100

150

75



15mm laminated

safety glass

Balustrade vertical x2 steel plate @ 1,500 cts

Handrail above shown dashed

fixed to vertical steel element

15mm laminated

safety glass

Handrail fixed to

balustrade post

65



15mm laminated

safety glass

Balustrade vertical x2 steel

plate @ 1,500 cts

Fixing plate welded to

vertical steel balustrade

Edge of pontoon

01 Balustrade sec

Scale: 1:5

02 Balustrade eleva

Scale: 1:5


Scale: 1:5


Scale: 1:5


3.15 Balustrade Details

Balustrade Section1:5

Balustrade Plan Details1:5

Balustrade Plan Details1:5

Balustrade Elevation1:5

42 downtown ferry basin redevelopment stage 1 | auckland ... · gangway structure composite clad...

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